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1000 


6000 


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4000 


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2000 


1000 


14000 


13000 


12000 


14000 


10000 


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8000 


7000 | 


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12000 


11000 


10000 


9000 


8000 


7000 


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WATER SUPPLY COMMISSION OF PENNSYLVANIA 


—HYDKOGRAPH OF THE) SHENANGO RIVER—— 


SHOWING 


DAILY DISCHARGE IN CUBIC FEET PER SECOND 


AT 


SHARON, PA. 


| 


SEPTEMBER OCTOBER 


NOVEMBER 


JULY AUGUST 


APPROVED. di B Bee beico 
y i aint: 


PEAT Earle 


CHAIRMAN 


1900 


6000 


5000 


4000 


3000 


2000 


1000 


DECEMBER 


ISI 


ai ee | 


MINIMUM DISCHARGE \WITH R 


RYOIR_IN_ OFERATIO 


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JUNE JULY AUGUST SEPTEMBER 


OCTOBER 


NOVEMBER 


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MUL LLL ULL LL LTE ULL LEYLA 


14000 


13000 


{2000 


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10000 


3000 


8000 


T7000 


€000 


5000 


4000 


3000 


2000 


1000 


DECEMBER 


“15000 
14000 
13000 
12000 


(1000 


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10000 


3000 


8000 


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6000 


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4000 


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‘Conneaut Lake 


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BOUNDARY __ 


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SHOWING 


Hartstown 


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SHENANGO AND BEAVER RIVER VALLEYS 


Wallece 


Mh Morkor-Bridge 


va 


as 
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Jamestown 


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Co 


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VILLE 


BEAVER 


WATER SUPPLY COMMISSION OF PENNSYLVANIA 


Pe 
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LAWRENCE 


0. 


MERCER 
TAWRESCE. $0 


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‘PPOPOSED RESER VOllne 
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JAN — 


= a stford 


oe ee Ne SVINVNIA CNG ~a\/ é 
AIViIS OTHO = a a igee aa 


760 76 MILES mat 73 xtc) 80 8! 82 83 84 85 86 87160 
t W ELWOOD JCT HOMEWOOD BEAVER) FALLS 
w = 


990 OMILES 
+: RNERVILLE 


} : NS 


ORDINARY, 


iy 


= =: ee ee x LOW WATER LINE ____|-—__ a tt “ 
, ' ROPILES Sa a - fs 
| \ oF ; ins a z 
a k | 12 we === ri E 
Ms 1c kK i fr - = es te S 
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: ~ = % Be , SHENANGO AND BEAVER RIVERS JUNCTION~ CONNOQUENESSING CREEK AND BEAVER RIVER TO OHIO RIVER ei z 
a Seal E = H = z 
——— = Ee FROM =a Fs ee 
cee ae dag pe i ee SOURCE TO OHIO RIVER 
940 ew HAMBURG = SHOWING: 700 i 700 
w 2 E ORDINARY FLOW =~ FLOODS OF 1912 AND 1913 = 3 2 
3 - SI 930 -AND- st 
gis a = HIGHEST RECORDED FLOODS FROM 1889 TO DATE a =231 690 
Zé . — 
a 20 21 selon 
850 42_MILES Sia is 
a eee asa FRUITS MILL 
=, =< wy 
| 8 
par 29 30 31 32 33500) 
> esl TCCARRSVILLE = 
2 SSS z v = 
HIGH|w, = Z = 5 { = 34 ASAE) 
EATER 1885 — z 5 SHARPSVILLES 
See SE — rrp — PS SS iS I = SS 
THB Waren (lipige tees bees te | A - = 58 ee ee SS zee — 36 37 
: ORDINARY _ FLow al = S65 So |S Se = é — =~ ——— a et 6 
E hy ee aa i = mien warcr | taoneton Sr p——-—. Hib “water adi = ls gE 
to ee of LES Pat Baer tcen ater Z Sb a Se ee en SS WATER® _ |1895) (BRIPGE = or oe Renae Seip: 
: eta TR ae CRT EE — en ia Sal ee ---—__} HIGH woe hs SS MEN RDINGE fies an Se rep 39 40 
= CN CeO ori a, pe ee ee en ne Mee | Se ee eS eee S —= = ORDINARY FLOW ———— 3 = 5 b K Al MILES 42 570 
: linn =e SS aa = = 2 
oso OMILES 2 1050 800 j—— Wi =e a Sa ale == I eee — oe ale. E 5 SHARON FARRELL re = 
= WHEATLAND TO JUNCTION OF CONNOQUENESSING CREEK AND BEAVER RIVER = ie parca : 5 : z = 4 by Ya = 
: 7390 E= ee aie a : : ay 79° pee = Sa = & fo & 3 ; == Fan 
1040 “. 5 1040 = OR eek SECA Oa Diag eee : 6 = a 
ls cd = ss : = 2 : = 
a = — 67 68 69 10780 a50 E= 5 Fi = 
os 8 3 4 5 6 7 1030 — eats = = = "°° 
1030 E = = “ s 2 MORAVIA = Se =. = 
5 2 8 s ae = id 12 13 14 Seen = 
2 z Fa z Bid is WAMPUM == SS ft 
1020 z = = Z9G = = oe fe tee 
: = 2 8 = 336 = FS = > SS 
3 3 6 Ashes 16o_—— Pi = 75 MILES 16 7¢ 330 = ——— SS = ox 
~ 5 & 5 q g — = Ser =—S 
1010 2 + 3 3 a os Se [3 yee == SSP TS 
a: A EW 1000 gay 7 ie Re = = a = = 
[ a7 Ze ae sa rsa arcs = = af a TSO As) —J 820 
E = a = SEA ee ————— 6 2— 
e ——. heh waren y EF e : VE poe 
Poa “ 990 740 SEI? ero a SS 740 
| 2 ST 
330 > | —= 
SOURCE TO TURNERVILLE BRIDGE wal aE a rs 
380 


HIGHWAY 


CRAWFORD CO. 


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WATER SUPPLY COMMISSION OF PENNSYLVANIA 


PYMATUNING SWAMP RESERVOIR 
PROPOSED FOR THE REGULATION OF THE 


MEISE TeA MOS F TE Lid | 


SHENANGO RIVER 


[com 


2 
St \ 
\ 
WX = 
Sle to 
= =x 9 \ p {3 { f C 
i ate, December 1912 Approved é ‘Od v ukubinds. 
§ =ipe ( 
5 Ele Chairman 
rd wi 
o a 
gu 4 
ao 
ae ; NOTH 
al 
ee | “Relocated roads solid black -—————— 
. be i Se 
be $ \ Reservoir at flow line tinted yellow <)> 
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a Mt es t 
cee | é : 
| Zz se 
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A | A 
= SUSE TOP OF DAM __ELEV 1018 we a 
r = = = = — — = —— = 
i 7 ee = 
c-) Dery 3 ' ' = = > = = =—— = = 
WOON Ae ane, £ ' H 13 = SS GROUND SURFACE a 
4 +4 — 
Ne, |B ELEV. 980 Z| 
: t| 
a) 
| 
| 


j, 


FRONT ELEVATION OF DAM AND SPILLWAY 


